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Unfavorable geometric imperfections in steel plate girders subjected to localized loads
(Elsevier, 2021)
Recent experimental studies have shown that the current EN1993-1-5 patch loading resistance model underestimates the ultimate strength of steel plate girders in certain cases, especially for longitudinally stiffened steel ...
In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method
(Elsevier Ltd, 2015)
The development of the dynamic stiffness matrix for isotropic rectangular plate with arbitrary boundary conditions undergoing in-plane free vibration is presented in this paper. Gorman's superposition method is exploited ...
Three-dimensional stress analysis and design of cross-laminated timber panels using full-layerwise-theory-based finite element method
(Elsevier, 2020)
Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering, as full size walls or light floor structures. Due to their low environmental impact, excellent thermal ...
Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk (Teil 2) / Design of reinforced concrete enclosures infilled with clay block masonry (Part 2)
(Bauverlag BV GmbH, 2018)
Within the scope of the joint European project INSYSME, the German partners developed two systems - IMES and INODIS - for improving the seismic behaviour of masonry infilled reinforced concrete frames. The purpose of both ...
Object-oriented framework for 3D bending and free vibration analysis of multilayer plates: Application to cross-laminated timber and soft-core sandwich panels
(Elsevier, 2021)
In the paper, the main steps involved in the development of an object-oriented computational framework for the 3D bending and free vibration analysis of multilayer plates are presented. The mathematical formulation for ...
An efficient model for 3D analysis of steel frames exposed to fire
(Elsevier, 2024)
The paper presents a nonlinear concentrated plasticity frame element for advanced analysis of steel frames exposed to elevated temperatures. The element extends the formulation based on the generalized plasticity material ...
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities
(Elsevier, 2022)
The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, placed on a homogeneous or layered halfspace, which may contain a finite, longitudinally invariant structure or inhomogeneity, ...
A contribution to the analysis of box beams with deformable cross section
(Journal of Constructional Steel Research, 1988)
This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...
One a possible constructive geometrical derivation of Mercator's conformal cylindrical map projection based on some historical facts
(Heldermann Verlag, 2006)
In modern cartography, Mercator's conformal cylindrical map projection is mathematically described by equations which involve logarithmic and trigonometric functions. It is evident that calculus and di®erential geometry ...
Thermoinelasticity of Damaged Elastomers by Self-consistent Method
(International Journal of Damage Mechanics, 2008)
This study deals with an elastomer body having a random 3D distribution of two types of inclusions: spheroidal mutually parallel voids and differently oriented reinforcing parallel elastomeric stiff spheroidal short fibers. ...